1.5BP, 1.5BPA SECTION PROPERTIES FOR 1.5BP, 1.5BPA ACOUSTICAL INFORMATION ROOF VERTICAL LOADS FOR TYPE 1.5BP, 1.5BPA
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- Ἀρταξέρξης Κουβέλης
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2 VULCRFT.5BP,.5BP Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. FM Global pproved* *FM Global approval numbers and spans are available in the Vulraft Catalog, pg. 3. SECTIO PROPERTIES FOR.5BP,.5BP BP, BP Hat/Pan Gage llowable web rippling load fl ange loading 2 fl ange loading Design Thikness(in.) Rext lbs/ftw Rint lbs/ftw Rext lbs/ftw Rint lbs/ftw Hat Pan W psf I p Setion Properties 20/ / / / / / / S p I n S n V a lbs/ft F y ksi ROOF COUSTICL IFORMTIO Type.5BP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. oustial dek (Type.5BP) is partiularly suitable in strutures suh as auditoriums, shool, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. VERTICL LODS FOR TYPE.5BP,.5BP o. of s 2 3 BP, BP Hat/Pan Gage Max. SDI Const. llowable Total (PSF) / Load Causing Defletion of L/240 or inh (PSF) (ft.-in.) tr to tr of supports /20 8'-6 0 / 08 8 / / / / / 8 28 / 4 23 / 20 / 9 8 / 7 5 / 6 20/8 8'-0 3 / 8 83 / / / 35 4 / / 9 28 / 5 24 / 2 2 / 9 8 / 8 6 / 6 8/20 9'- 63 / / / / / / 24 4 / 8 35 / 4 30 / 2 26 / 9 23 / 8 8/8 0'-4 68 / / 0 94 / / / / / / 6 3 / 3 27 / 0 24 / 8 8/6 0'-9 7 / / / / 5 62 / 37 5 / / / 7 3 / 4 27 / 24 / 9 6/8 '-8 23 / / / / / / / / / 6 37 / 3 32 / 6/6 2'- 243 / / / / / / 36 6 / / / 7 39 / 4 34 / 2 20/20 0'-0 40 / / / 0 63 / 77 5 / / / 33 3 / / 2 23 / 7 20 / 4 20/8 0'-6 46 / / / / / 6 45 / / / / / 8 2 / 5 8/20 '-8 8 / / / / / / / / / / / 9 8/8 2'-2 89 / / / / 4 69 / / / 48 4 / / 30 3 / / 20 8/6 2'-8 97 / / 26 2 / / / / / / 4 37 / / / 22 6/8 3' / / / / / 05 7 / / 6 5 / / / 3 34 / 26 6/6 4' / / / / / 4 74 / / / / / / 28 20/20 0'-0 72 / / / / 6 62 / 44 5 / / / / 6 28 / 3 24 / 20/8 0'-6 77 / / / / / / / / / 7 28 / 4 25 / 2 8/20 ' / / / 7 02 / / / / / / / 8 33 / 5 8/8 2' / / / / / 65 7 / / 38 5 / / / 9 34 / 6 8/6 2' / / / 37 / / / / 4 54 / / / 2 36 / 7 6/8 3' / / / 6 3 / 3 06 / / / / / / / 20 6/6 4' / / / / 23 / / / / 4 57 / / / 22. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web 2
3 VULCRFT 3P, 3P Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. FM Global pproved* *FM Global approval numbers and spans are available in the Vulraft Catalog, pg. 3. SECTIO PROPERTIES FOR 3P, 3P P, P Hat/Pan Gage llowable web rippling load fl ange loading 2 fl ange loading Design Thikness(in.) Rext lbs/ftw Rint lbs/ftw Rext lbs/ftw Rint lbs/ftw Hat Pan W psf I p Setion Properties 20/ / / / / / / S p I n S n V a lbs/ft F y ksi COUSTICL IFORMTIO Type 3P bsorption Coeffi ient oise Redution Coeffi ient W/O Insulation W/ Insulation W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. oustial dek (Type 3P) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. ROOF VERTICL LODS FOR TYPE 3P, 3P o. of s 2 3 P, P Hat/Pan Gage Max. SDI Const. llowable Total (PSF) / Load Causing Defletion of L/240 or inh (PSF) (ft.-in.) tr to tr of supports /20 6'-4 85 / / / / 34 8 / / / / 44 4 / / / 24 20/8 6'-4 85 / / / / / / / 6 47 / 48 4 / / 3 3 / 26 8/20 9'-0 33 / 6 24 / / / 8 8 / / / / / / / 32 8/8 20'- 33 / / / / 96 2 / / / / / / / 35 8/6 20'-3 33 / / / / / / 5 86 / / / / / 37 6/8 22' / / / / / / 38 6 / / / / / 45 6/6 23'- 473 / / / / / 97 4 / 48 8 / 4 0 / / / / 48 20/20 8'-8 47 /, / 66 0 / / 3 88 / / / 3 62 / / / 67 4 / 55 20/8 8'-8 47 /,66 26 / / / / / / / 5 63 / / 75 5 / 6 8/20 20' /, / / / / / / 7 76 / / / / 72 8/8 22' /,50 22 / / / / / / / / 9 69 / 97 6 / 80 8/6 23' /, /, / / / / / / 64 9 / 3 79 / / 88 6/8 24' /, /, / / / / / / 84 9 / / / 99 6/6 25' / 2, /, / / / / / / / / 3 83 / 08 20/20 8'-8 67 / / / 347 / / 78 9 / / / 8 64 / / / 43 20/8 8'-8 67 / / / 385 / / 97 9 / / 4 74 / / / / 48 8/20 20'-9 28 /, / / / / / 74 / / / 84 7 / / 56 8/8 22'-8 28 /,83 24 / / / / / 92 3 / 48 2 / 6 97 / / / 62 8/6 23'-2 28 /, / / / / / / 63 4 / / / / 69 6/8 24' /, / / / / 37 8 / / 83 3 / 44 3 / 5 99 / / 77 6/6 25' /, /, / / / / / / / 27 8 / / 85. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web 3
4 .5VLP-O STUDS VULCRFT.5 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p S p Setion Properties.5VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) PSF PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP Superimposed Live Load (PSF) 20/20 6'-0 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-0 0' /8 7'-9 0'-5 0' /6 7'-0 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-8 7'-8 7' /8 5'-9 7'-9 7' /20 7'-3 9'-4 9' /8 7'-4 9'- 9' /6 7'-5 0'-0 0' /8 8'- '-0 ' /6 9'-0 '-5 ' /20 5'-5 7'-4 7' /8 5'-6 7'-5 7' /20 6'- 8'- 9' /8 7'-0 9'-6 9' /6 7'- 9'-7 9' /8 8'-6 0'-7 0' /6 8'-7 0'- ' /20 5'-2 7'- 7' /8 5'-3 7'- 7' /20 6'-8 8'-7 8' /8 6'-8 9'- 9' /6 6'-9 9'-2 9' /8 8'- 0'-2 0' /6 8'-2 0'-6 0' /20 5'-0 6'-0 6' /8 5'- 6'-0 6' /20 6'-5 8'-3 8' /8 6'-5 8'-9 8' /6 6'-6 8'-0 8' /8 7'-0 9'-9 0' /6 7'-0 0'-2 0' I n S n Interloking side lap is not drawn to show atual detail.. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web V a lbs/ft F y ksi 4
5 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 / x6 - W.4xW x6 - W.4xW.4 4 / x6 - W.4xW.4 4 3/ x6 - W.4xW x6 - W2.xW x6 - W2.xW2. 5 3/ x6 - W2.xW x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) PSF 37 PSF 4.75 (t=3.25) 40 PSF.5VLP/.5VLP oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) 20/20 6'-6 8'-8 8' /8 6'-7 8'-9 8' /20 8'-5 0'-7 ' /8 8'-6 '-5 ' /6 8'-7 '-5 ' /8 0'-5 2'-5 2' /6 0'-5 2'- 3' /20 6'-3 8'-4 8' /8 6'-3 8'-5 8' /20 8'-0 0'-2 0' /8 8'- 0'-0 0' /6 8'-2 0'- 0' /8 9'-0 '- 2' /6 9'- 2'-5 2' /20 6'- 8'-2 8' /8 6'-2 8'-3 8' /20 7'-0 0'-0 0' /8 7'- 0'-8 0' /6 7'- 0'-8 0' /8 9'-7 '-9 2' /6 9'-8 2'-2 2' /20 5'- 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-9 0' /8 7'-9 0'-5 0' /6 7'-9 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-7 7'-7 7' /8 5'-8 7'-8 7' /20 7'-2 9'-3 9' (t=4.25) 8/8 7'-3 9'-0 9' PSF 8/6 7'-4 9'- 9' /8 8'-0 0'- ' /6 8'- '-4 ' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o STUDS 5
6 .5VLP - 2in C-C 6 VULCRFT.5 VLP, VLP Stud Spaing - 2in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type (=9.35) ORML WEIGHT COCRETE (45 PCF) PSF PSF (t=4.00) 60 PSF (t=) 66 PSF Design Thikness (in.) Hat.5VLP/.5VLP (See ote: 6) Pan Weight psf I p Setion Properties S p I n.5vlp20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 6'-0 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-0 0' /8 7'-9 0'-5 0' /6 7'-0 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-8 7'-8 7' /8 5'-9 7'-9 7' /20 7'-3 9'-4 9' /8 7'-4 9'- 9' /6 7'-5 0'-0 0' /8 8'- '-0 ' /6 9'-0 '-5 ' /20 5'-5 7'-4 7' /8 5'-6 7'-5 7' /20 6'- 8'- 9' /8 7'-0 9'-6 9' /6 7'- 9'-7 9' /8 8'-6 0'-6 0' /6 8'-7 0'- ' /20 5'-2 7'- 7' /8 5'-3 7'- 7' /20 6'-8 8'-7 8' /8 6'-8 9'- 9' /6 6'-9 9'-2 9' /8 8'- 0'-2 0' /6 8'-2 0'-6 0' /20 5'-0 6'-0 6' /8 5'- 6'-0 6' /20 6'-5 8'-3 8' /8 6'-5 8'-9 8' /6 6'-6 8'-0 8' /8 7'-0 9'-9 0' /6 7'-0 0'-2 0' S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail.. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web (Lightweight. F y ksi
7 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 / x6 - W.4xW x6 - W.4xW.4 4 / x6 - W.4xW.4 4 3/ x6 - W.4xW x6 - W2.xW x6 - W2.xW2. 5 3/ x6 - W2.xW x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 6'-6 8'-8 8' /8 6'-7 8'-9 8' /20 8'-5 0'-7 ' /8 8'-6 '-4 ' /6 8'-7 '-5 ' /8 0'-5 2'-5 2' /6 0'-5 2'- 3' /20 6'-3 8'-4 8' /8 6'-3 8'-5 8' /20 8'-0 0'-2 0' /8 8'- 0'-0 0' /6 8'-2 0'- 0' /8 9'-0 '- 2' /6 9'- 2'-4 2' /20 6'- 8'-2 8' /8 6'-2 8'-3 8' /20 7'-0 0'-0 0' /8 7'- 0'-8 0' /6 7'- 0'-8 0' /8 9'-7 '-9 2' /6 9'-8 2'-2 2' /20 5'- 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-9 0' /8 7'-9 0'-5 0' /6 7'-9 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-7 7'-7 7' /8 5'-8 7'-8 7' /20 7'-2 9'-3 9' /8 7'-3 9'-0 9' /6 7'-4 9'- 9' /8 8'-0 0'- ' /6 8'- '-4 ' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 2in STUDS C-C 7
8 .5VLP - 24in C-C 8 VULCRFT.5 VLP, VLP Stud Spaing - 24in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n.5vlp20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) PSF PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-0 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-0 0' /8 7'-9 0'-5 0' /6 7'-0 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-8 7'-8 7' /8 5'-9 7'-9 7' /20 7'-3 9'-4 9' /8 7'-4 9'- 9' /6 7'-5 0'-0 0' /8 8'- '-0 ' /6 9'-0 '-5 ' /20 5'-5 7'-4 7' /8 5'-6 7'-5 7' /20 6'- 8'- 9' /8 7'-0 9'-6 9' /6 7'- 9'-7 9' /8 8'-6 0'-6 0' /6 8'-7 0'- ' /20 5'-2 7'- 7' /8 5'-3 7'- 7' /20 6'-8 8'-7 8' /8 6'-8 9'- 9' /6 6'-9 9'-2 9' /8 8'- 0'-2 0' /6 8'-2 0'-6 0' /20 5'-0 6'-0 6' /8 5'- 6'-0 6' /20 6'-5 8'-3 8' /8 6'-5 8'-9 8' /6 6'-6 8'-0 8' /8 7'-0 9'-9 0' /6 7'-0 0'-2 0' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web F y ksi
9 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 / x6 - W.4xW x6 - W.4xW.4 4 / x6 - W.4xW.4 4 3/ x6 - W.4xW x6 - W2.xW x6 - W2.xW2. 5 3/ x6 - W2.xW x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-6 8'-8 8' /8 6'-7 8'-9 8' /20 8'-5 0'-7 ' /8 8'-6 '-4 ' /6 8'-7 '-5 ' /8 0'-5 2'-5 2' /6 0'-5 2'- 3' /20 6'-3 8'-4 8' /8 6'-3 8'-5 8' /20 8'-0 0'-2 0' /8 8'- 0'-0 0' /6 8'-2 0'- 0' /8 9'-0 '- 2' /6 9'- 2'-4 2' /20 6'- 8'-2 8' /8 6'-2 8'-3 8' /20 7'-0 0'-0 0' /8 7'- 0'-8 0' /6 7'- 0'-8 0' /8 9'-7 '-9 2' /6 9'-8 2'-2 2' /20 5'- 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-9 0' /8 7'-9 0'-5 0' /6 7'-9 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-7 7'-7 7' /8 5'-8 7'-8 7' /20 7'-2 9'-3 9' /8 7'-3 9'-0 9' /6 7'-4 9'- 9' /8 8'-0 0'- ' /6 8'- '-4 ' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 24in STUDS C-C 9
10 .5VLP - 36in C-C 0 VULCRFT.5 VLP, VLP Stud Spaing - 36in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n.5vlp20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) PSF PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-0 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-0 0' /8 7'-9 0'-5 0' /6 7'-0 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-8 7'-8 7' /8 5'-9 7'-9 7' /20 7'-3 9'-4 9' /8 7'-4 9'- 9' /6 7'-5 0'-0 0' /8 8'- '-0 ' /6 9'-0 '-5 ' /20 5'-5 7'-4 7' /8 5'-6 7'-5 7' /20 6'- 8'- 9' /8 7'-0 9'-6 9' /6 7'- 9'-7 9' /8 8'-6 0'-6 0' /6 8'-7 0'- ' /20 5'-2 7'- 7' /8 5'-3 7'- 7' /20 6'-8 8'-7 8' /8 6'-8 9'- 9' /6 6'-9 9'-2 9' /8 8'- 0'-2 0' /6 8'-2 0'-6 0' /20 5'-0 6'-0 6' /8 5'- 6'-0 6' /20 6'-5 8'-3 8' /8 6'-5 8'-9 8' /6 6'-6 8'-0 8' /8 7'-0 9'-9 0' /6 7'-0 0'-2 0' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web F y ksi
11 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 / x6 - W.4xW x6 - W.4xW.4 4 / x6 - W.4xW.4 4 3/ x6 - W.4xW x6 - W2.xW x6 - W2.xW2. 5 3/ x6 - W2.xW x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 6'-6 8'-8 8' /8 6'-7 8'-9 8' /20 8'-5 0'-7 ' /8 8'-6 '-4 ' /6 8'-7 '-5 ' /8 0'-5 2'-5 2' /6 0'-5 2'- 3' /20 6'-3 8'-4 8' /8 6'-3 8'-5 8' /20 8'-0 0'-2 0' /8 8'- 0'-0 0' /6 8'-2 0'- 0' /8 9'-0 '- 2' /6 9'- 2'-4 2' /20 6'- 8'-2 8' /8 6'-2 8'-3 8' /20 7'-0 0'-0 0' /8 7'- 0'-8 0' /6 7'- 0'-8 0' /8 9'-7 '-9 2' /6 9'-8 2'-2 2' /20 5'- 8'-0 8' /8 6'-0 8'- 8' /20 7'-8 9'-9 0' /8 7'-9 0'-5 0' /6 7'-9 0'-6 0' /8 9'-5 '-6 ' /6 9'-6 '- 2' /20 5'-7 7'-7 7' /8 5'-8 7'-8 7' /20 7'-2 9'-3 9' /8 7'-3 9'-0 9' /6 7'-4 9'- 9' /8 8'-0 0'- ' /6 8'- '-4 ' Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 36in STUDS C-C
12 2VLP-O STUDS VULCRFT 2 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p S p Setion Properties 2VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF PSF 59 PSF (t=4.00) 65 PSF 2VLP/2VLP Superimposed Live Load (PSF) 20/20 7'- 8'-9 9' /8 7'- 8'-8 9' /20 8'-8 0'-4 0' /8 8'-9 0'-5 0' /6 8'-9 0'-7 0' /8 9'- '-7 2' /6 0'-0 '-9 2' /20 6'-9 8'-0 8' /8 6'-9 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'-2 0' /8 9'-5 '- ' /6 9'-6 '-3 ' /20 6'-5 7'-5 8' /8 6'-6 7'-4 8' /20 7'-0 9'-6 9' /8 7'- 9'-7 9' /6 8'-0 9'-9 0' /8 9'-0 0'-8 ' /6 9'- 0'-0 ' /20 6'-2 6'-0 7' /8 6'-3 6'-0 7' /20 7'-7 9'- 9' /8 7'-7 9'-3 9' /6 7'-8 9'-4 9' /8 8'-8 0'-3 0' /6 8'-8 0'-5 0' /20 6'- 6'-5 7' /8 6'- 6'-5 7' /20 7'-4 8'-0 9' (t=) 8/8 7'-5 8'- 9' PSF 8/6 7'-6 9'- 9' /8 8'-5 9'- 0' /6 8'-6 0'- 0' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web I n S n Interloking side lap is not drawn to show atual detail. V a lbs/ft F y ksi 2
13 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.4xW.4 5 / x6 - W.4xW.4 5 / x6 - W2.xW x6 - W2.xW2. 6 / x6 - W2.xW2. 6 / x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF (t=3.25) 44 PSF 46 PSF 2VLP/2VLP oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) 20/20 7'-9 9'-0 0' /8 7'-0 0'-0 0' /20 9'-7 '-3 ' /8 9'-8 '-4 ' /6 9'-8 '-6 ' /8 '-0 2'-7 3' /6 '-0 2'-9 3' /20 7'-5 9'-6 9' /8 7'-6 9'-6 9' /20 9'-2 0'-9 ' /8 9'-2 0'- ' /6 9'-3 '- ' /8 0'-5 2'-2 2' /6 0'-6 2'-3 2' /20 7'-3 9'-3 9' /8 7'-4 9'-2 9' /20 8'- 0'-7 0' /8 9'-0 0'-9 ' /6 9'- 0'-0 ' /8 0'-3 '- 2' /6 0'-3 2'- 2' /20 7'-2 8'- 9' /8 7'-2 8'-0 9' /20 8'-9 0'-5 0' /8 8'-0 0'-7 0' /6 8'-0 0'-8 ' /8 0'-0 '-8 2' /6 0'- '-0 2' /20 6'-9 8'- 8' /8 6'-0 8'-0 9' /20 8'-3 9'- 0' (t=4.25) 8/8 8'-4 0'-0 0' PSF 8/6 8'-4 0'-2 0' /8 9'-5 '-2 ' /6 9'-6 '-3 ' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP-O STUDS 3
14 2VLP - 2in C-C 4 VULCRFT 2 VLP, VLP Stud Spaing - 2in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 7'- 8'-9 9' /8 7'- 8'-8 9' /20 8'-8 0'-3 0' /8 8'-9 0'-5 0' /6 8'-9 0'-7 0' /8 9'- '-7 2' /6 0'-0 '-9 2' /20 6'-9 8'-0 8' /8 6'-9 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' /20 6'-5 7'-5 8' /8 6'-6 7'-4 8' /20 7'-0 9'-5 9' /8 7'- 9'-7 9' /6 8'-0 9'-8 0' /8 9'-0 0'-8 ' /6 9'- 0'-0 ' /20 6'-2 6'-0 7' /8 6'-3 6'-0 7' /20 7'-7 9'- 9' /8 7'-7 9'-3 9' /6 7'-8 9'-4 9' /8 8'-8 0'-3 0' /6 8'-8 0'-5 0' /20 6'- 6'-5 7' /8 6'- 6'-5 7' /20 7'-4 8'-9 9' /8 7'-5 8'- 9' /6 7'-6 9'-0 9' /8 8'-5 9'- 0' /6 8'-6 0'- 0' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
15 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.4xW.4 5 / x6 - W.4xW.4 5 / x6 - W2.xW x6 - W2.xW2. 6 / x6 - W2.xW2. 6 / x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 7'-9 9'-0 0' /8 7'-0 0'-0 0' /20 9'-7 '-2 ' /8 9'-8 '-4 ' /6 9'-8 '-6 ' /8 '-0 2'-7 3' /6 '-0 2'-9 3' /20 7'-5 9'-5 9' /8 7'-6 9'-6 9' /20 9'-2 0'-9 ' /8 9'-2 0'- ' /6 9'-3 '-0 ' /8 0'-5 2'- 2' /6 0'-6 2'-3 2' /20 7'-3 9'-3 9' /8 7'-4 9'-2 9' /20 8'- 0'-7 0' /8 9'-0 0'-9 ' /6 9'- 0'-0 ' /8 0'-3 '- 2' /6 0'-3 2'-0 2' /20 7'-2 8'- 9' /8 7'-2 8'-0 9' /20 8'-9 0'-4 0' /8 8'-0 0'-6 0' /6 8'-0 0'-8 ' /8 0'-0 '-8 2' /6 0'- '-0 2' /20 6'-9 8'- 8' /8 6'-0 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 2in C-C 5
16 2VLP - 24in C-C 6 VULCRFT 2 VLP, VLP Stud Spaing - 24in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 7'- 8'-9 9' /8 7'- 8'-8 9' /20 8'-8 0'-3 0' /8 8'-9 0'-5 0' /6 8'-9 0'-7 0' /8 9'- '-7 2' /6 0'-0 '-9 2' /20 6'-9 8'-0 8' /8 6'-9 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' /20 6'-5 7'-5 8' /8 6'-6 7'-4 8' /20 7'-0 9'-5 9' /8 7'- 9'-7 9' /6 8'-0 9'-8 0' /8 9'-0 0'-8 ' /6 9'- 0'-0 ' /20 6'-2 6'-0 7' /8 6'-3 6'-0 7' /20 7'-7 9'- 9' /8 7'-7 9'-3 9' /6 7'-8 9'-4 9' /8 8'-8 0'-3 0' /6 8'-8 0'-5 0' /20 6'- 6'-5 7' /8 6'- 6'-5 7' /20 7'-4 8'-9 9' /8 7'-5 8'- 9' /6 7'-6 9'-0 9' /8 8'-5 9'- 0' /6 8'-6 0'- 0' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
17 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.4xW.4 5 / x6 - W.4xW.4 5 / x6 - W2.xW x6 - W2.xW2. 6 / x6 - W2.xW2. 6 / x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 7'-9 9'-0 0' /8 7'-0 0'-0 0' /20 9'-7 '-2 ' /8 9'-8 '-4 ' /6 9'-8 '-6 ' /8 '-0 2'-7 3' /6 '-0 2'-9 3' /20 7'-5 9'-5 9' /8 7'-6 9'-6 9' /20 9'-2 0'-9 ' /8 9'-2 0'- ' /6 9'-3 '-0 ' /8 0'-5 2'- 2' /6 0'-6 2'-3 2' /20 7'-3 9'-3 9' /8 7'-4 9'-2 9' /20 8'- 0'-7 0' /8 9'-0 0'-9 ' /6 9'- 0'-0 ' /8 0'-3 '- 2' /6 0'-3 2'-0 2' /20 7'-2 8'- 9' /8 7'-2 8'-0 9' /20 8'-9 0'-4 0' /8 8'-0 0'-6 0' /6 8'-0 0'-8 ' /8 0'-0 '-8 2' /6 0'- '-0 2' /20 6'-9 8'- 8' /8 6'-0 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 24in C-C 7
18 2VLP - 36in C-C 8 VULCRFT 2 VLP, VLP Stud Spaing - 36in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 7'- 8'-9 9' /8 7'- 8'-8 9' /20 8'-8 0'-3 0' /8 8'-9 0'-5 0' /6 8'-9 0'-7 0' /8 9'- '-7 2' /6 0'-0 '-9 2' /20 6'-9 8'-0 8' /8 6'-9 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' /20 6'-5 7'-5 8' /8 6'-6 7'-4 8' /20 7'-0 9'-5 9' /8 7'- 9'-7 9' /6 8'-0 9'-8 0' /8 9'-0 0'-8 ' /6 9'- 0'-0 ' /20 6'-2 6'-0 7' /8 6'-3 6'-0 7' /20 7'-7 9'- 9' /8 7'-7 9'-3 9' /6 7'-8 9'-4 9' /8 8'-8 0'-3 0' /6 8'-8 0'-5 0' /20 6'- 6'-5 7' /8 6'- 6'-5 7' /20 7'-4 8'-9 9' /8 7'-5 8'- 9' /6 7'-6 9'-0 9' /8 8'-5 9'- 0' /6 8'-6 0'- 0' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
19 VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri x6 - W.4xW.4 4 / x6 - W.4xW x6 - W.4xW.4 5 / x6 - W.4xW.4 5 / x6 - W2.xW x6 - W2.xW2. 6 / x6 - W2.xW2. 6 / x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient oise Redution Coeffiient W/O Insulation W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 7'-9 9'-0 0' /8 7'-0 0'-0 0' /20 9'-7 '-2 ' /8 9'-8 '-4 ' /6 9'-8 '-6 ' /8 '-0 2'-7 3' /6 '-0 2'-9 3' /20 7'-5 9'-5 9' /8 7'-6 9'-6 9' /20 9'-2 0'-9 ' /8 9'-2 0'- ' /6 9'-3 '-0 ' /8 0'-5 2'- 2' /6 0'-6 2'-3 2' /20 7'-3 9'-3 9' /8 7'-4 9'-2 9' /20 8'- 0'-7 0' /8 9'-0 0'-9 ' /6 9'- 0'-0 ' /8 0'-3 '- 2' /6 0'-3 2'-0 2' /20 7'-2 8'- 9' /8 7'-2 8'-0 9' /20 8'-9 0'-4 0' /8 8'-0 0'-6 0' /6 8'-0 0'-8 ' /8 0'-0 '-8 2' /6 0'- '-0 2' /20 6'-9 8'- 8' /8 6'-0 8'-0 9' /20 8'-3 9'-0 0' /8 8'-4 0'-0 0' /6 8'-4 0'- 0' /8 9'-5 '- ' /6 9'-6 '-3 ' Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 36in C-C 9
20 3VLP-O STUDS VULCRFT 3 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type (=9.35) ORML WEIGHT COCRETE (45 PCF) 53 PSF 59 PSF PSF 7.00 (t=4.00) 7 PSF 3VLP/3VLP Design Thikness (in.) Hat Pan Weight psf I p Setion Properties 3VLP20/ VLP20/ VLP8/ VLP8/ VLP8/ VLP6/ VLP6/ Superimposed Live Load (PSF) 20/20 8'-9 8'-0 0' /8 8'-8 8'-9 0' /20 0'-8 2'-4 2' /8 0'-9 2'-6 2' /6 0'-0 2'-8 3' /8 2'-2 3'-0 4' /6 2'-3 4'- 4' /20 8'-4 8'-2 9' /8 8'-4 8'- 9' /20 0'-2 '-0 2' /8 0'-3 2'-0 2' /6 0'-4 2'-2 2' /8 '-7 3'-4 3' /6 '-8 3'-6 3' /20 8'-0 7'-7 8' /8 8'-0 7'-6 8' /20 9'-9 '-5 ' /8 9'-0 '-7 ' /6 9'- '-9 2' /8 '- 2'-0 3' /6 '-2 3'-0 3' /20 7'-0 7'- 8' /8 7'-9 7'-0 8' /20 9'-6 '-0 ' /8 9'-7 '-2 ' /6 9'-8 '-4 ' /8 0'-0 2'-5 2' /6 0'- 2'-7 3' /20 7'-8 6'-7 7' /8 7'-7 6'-7 7' /20 9'-3 0'-8 ' (t=) 8/8 9'-4 0'-0 ' PSF 8/6 9'-5 0'-0 ' /8 0'-7 2'-0 2' /6 0'-7 2'-2 2' Minimum exterior bearing length required is 2.50 inhes. Minimum interior bearing length required is 5.00 inhes. If these minimum lengths are not provided, web S p I n S n Interloking side lap is not drawn to show atual detail. V a lbs/ft F y ksi 20
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QCAPD QTran introduces QCAPD, a flexible, IP multipurpose LED fixture designed and manufactured in the USA. Patent pending optics create a diodefree, direct view finish; delivering twice the lumens versus